CN1137339C - Frame and consturction assembled therewith - Google Patents
Frame and consturction assembled therewith Download PDFInfo
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- CN1137339C CN1137339C CNB991110323A CN99111032A CN1137339C CN 1137339 C CN1137339 C CN 1137339C CN B991110323 A CNB991110323 A CN B991110323A CN 99111032 A CN99111032 A CN 99111032A CN 1137339 C CN1137339 C CN 1137339C
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- framework
- supporting member
- flange plate
- diagonal supporting
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Abstract
The present invention provides a frame which comprises a supporting post, a first connecting and supporting piece installed at the middle part or the approximate middle position of the supporting post, second connecting and supporting pieces installed at the upper part or the lower part or the two positions of the upper part and the lower part of the supporting post, one or a plurality of cross members connected with one side of the supporting post in a fixedly connecting mode, a dismountable mode or a rotatable mode, and a connecting piece installed at the outer end of the cross member at the vertical position corresponding to the first connecting and supporting piece or the second connecting and supporting piece. The present invention also provides a preassemble scaffold structure or a beam frame supporting structure composed of a plurality of frames which are assembled in a vertical direction and a horizontal direction.
Description
Technical field
The present invention relates to a kind of scaffold structure and a kind of integrated type framework body structure.
Background technique
Usually, in construction engineering or civil engineering, the walk prefabricated scaffolding structure of usefulness of workman is being installed facing to the outside of building.
Same, in construction engineering, in civil engineering or the bridge construction engineering, when having used work in order to the supporting structure or the support beam structure of weights such as support floor and bridge girder.
Prefabricated scaffolding structure, supporting structure and support beam shelf structure have respectively adopted some frameworks, and in these frameworks, some pillars vertically reach and laterally assemble up.For example, so-called PAL SUPPORT is exactly the framework that is exclusively used in supporting structure.This PALSUPPORT is made of such framework, and the plan view of this framework is a triangle, and it comprises a pillar, a V-arrangement cross member and a link with holes that is positioned at the cross member outer end that is connected the pillar side.
Because the framework that is used for above-mentioned supporting structure, prefabricated scaffolding structure and support beam shelf structure all is the framework that is exclusively used in a certain purpose, they can not be general is used for all structures, that is to say that they do not possess versatility, therefore also uneconomical.
And in many cases, traditional framework is not to use in the mode of independent product, but is assembled together and uses with parts in other different structure, has so just increased the quantity of parts.In addition, with each independently parts to combine be the pretty troublesome work of part.In this case, just need to propose framework a kind of or even that unbred workman also can assemble up easily, and this framework to there be excellent working efficiency and Economy.
Aforementioned PAL SUPPORT has the advantage that can be assembled into an independent product at vertical and horizontal.Yet, when the link and another pillar that are positioned at a pillar one end link together, and when needs at work or assembling back when moving or taking out certain part, the just essential disposable taking-up of described setting pillar, such work is very difficult and pretty troublesome.
Summary of the invention
Therefore, the purpose of this invention is to provide a kind of scaffold structure (framework) that has versatility, the assembly performance excellence, easy dismounting, handles simply and be not limited to its employed place, a kind of integrated type framework body structure that has adopted described framework also is provided simultaneously, therefore this structure not only has excellent assembly performance, and has excellent Economy and Security.
In order to achieve the above object, first aspect according to the present invention provides a kind of scaffold structure (framework), and it comprises: a pillar, and it has axially and radially, described pillar comprises first and second ends; First post coupler on described first end that is placed in described pillar, it comprises a flange plate that is welded on the described pillar; Roughly second post coupler at axial middle part that is placed in described pillar, it comprises a flange plate that is welded on the described pillar; One it has first and second ends from the end radial members that described pillar extends radially, and the described first end of described end radial members is connecting described first post coupler; First transverse connection on described the second end that is placed in described end radial members, described first transverse connection and described first post coupler are placed in certain axial distance apart from one of end of described pillar; A diagonal supporting member, it has first and second ends, and the described first end of described diagonal supporting member begins radially to extend axially with described along the described of described pillar from the described the second end of described pillar; And second transverse connection on described the second end that is placed in described diagonal supporting member, the described the second end of described second transverse connection and described diagonal supporting member is placed in certain axial distance apart from one of end of described pillar, and this axial distance and described second post coupler are basic identical apart from the axial distance of this end.
Second aspect according to the present invention provides a kind of integrated type framework body structure, and it comprises a plurality of framework bodies and an aisle that is being connected described a plurality of framework bodies that link together, and described framework body forms the handrail in described aisle.Each framework body comprises respectively: a pillar, it has first end and the second end, the described first end of described pillar comprises a casing section, and described casing section can be connected on the second end of an axial adjacent frame body in described a plurality of framework body; One first post coupler, it comprises a flange plate that is welded on the pillar middle part; One second post coupler, it comprises a flange plate that is welded on pillar top; And cross member, it comprises that one is fixed on the framework of pillar sidepiece and the link that is made of the metal joint that is installed in the framework outer end respectively on the vertical position corresponding to described flange plate, described framework is by a plane member, a vertical member and a diagonal supporting member are formed, the cardinal extremity of described plane member is connecting the flange plate that is positioned at described pillar top, described vertical member integral body is connecting the outer end of described plane member, described diagonal supporting member integral body is connecting the lower end of described vertical member and the bottom of described pillar, be trapezoidal framework thereby make described pillar and described framework form one in plan view, the described link of described cross member is connected on the described flange plate of a radially adjoining framework body in described a plurality of framework body.
According to third aspect of the present invention, a kind of integrated type framework body structure is provided, it comprises a plurality of framework bodies and an aisle that is being connected described a plurality of framework bodies that link together, described framework body forms the handrail in described aisle.Each framework body comprises respectively: a pillar, it has first end and the second end, the described first end of described pillar comprises a casing section, and described casing section can be connected on the second end of an axial adjacent frame body in described a plurality of framework body; One first post coupler, second post coupler and one the 3rd post coupler, they comprise the flange plate that is welded on pillar middle part, upper and lower respectively; A cross member, it comprises a V-arrangement framework, the cardinal extremity of described V-arrangement framework is fixed on the sidepiece of described pillar by described upper flange dish and lower flange dish; Transverse connection, they are included in the metal joint that is installed in the framework outer end on the vertical position corresponding to described flange plate respectively, and described transverse connection is connected on the described flange plate of a radially adjoining framework body in described a plurality of framework body; A stiffener, it comprises a horizontal frame between the central flange dish that is arranged on described frame mid portion and described pillar; And diagonal supporting member, they comprise a pair of upper and lower framework that is arranged between described V-arrangement frame mid portion and the described upper and lower flange plate.
The 4th aspect according to the present invention provides a kind of integrated type framework body structure, and it comprises a plurality of framework bodies and an aisle that is being connected described a plurality of framework bodies that link together, and described framework body forms the handrail in described aisle.Each framework body comprises respectively: a pillar, it has first end and the second end, the described first end of described pillar comprises a casing section, and described casing section can be connected on the second end of an axial adjacent frame body in described a plurality of framework body; One first post coupler, it comprises a central flange dish that is welded on the pillar middle part; One second post coupler, it comprises a upper flange dish that is welded on pillar top; One first cross member, it comprises a plane member, the cardinal extremity of described plane member is fixed on the described upper flange dish; One second cross member, it comprises a plane member, the cardinal extremity of described plane member is fixed on the described central flange dish; Transverse connection, they are included in the metal joint that is installed in described plane member outer end on the vertical position corresponding to described upper flange dish and central flange dish respectively, and described transverse connection is connected on the described flange plate of a radially adjoining framework body in described a plurality of framework body; And support, they comprise along diagonal and are arranged on diagonal supporting member between the sidepiece of each plane member and described pillar
Description of drawings
Fig. 1 is the plan view of framework according to an embodiment of the invention;
Fig. 2 is the plan view of framework according to another embodiment of the present invention;
Fig. 3 is the plan view of framework according to still another embodiment of the invention;
Fig. 4 is the plan view of framework according to still another embodiment of the invention;
Fig. 5 is the plan view of framework according to still another embodiment of the invention;
Fig. 6 is the plan view of framework according to still another embodiment of the invention;
Fig. 7 is the plan view of framework according to still another embodiment of the invention;
Fig. 8 is the plan view of framework according to still another embodiment of the invention;
Fig. 9 is the plan view of framework according to still another embodiment of the invention;
Figure 10 is the plan view of framework according to still another embodiment of the invention;
Figure 11 is the plan view of framework according to still another embodiment of the invention;
Figure 12 is the plan view of framework according to still another embodiment of the invention;
Figure 13 is the plan view of framework according to still another embodiment of the invention;
Figure 14 is the plan view of framework according to still another embodiment of the invention;
Figure 15 is the plan view of framework according to still another embodiment of the invention;
Figure 16 is the plan view of framework according to still another embodiment of the invention;
Figure 17 is the plan view of framework according to still another embodiment of the invention;
Figure 18 is the plan view of framework according to still another embodiment of the invention;
Figure 19 is the plan view of framework according to still another embodiment of the invention;
Figure 20 is the plan view of framework according to still another embodiment of the invention;
Figure 21 is the plan view of framework according to still another embodiment of the invention;
Figure 22 is the plan view of framework according to still another embodiment of the invention;
Figure 23 is the plan view of framework according to still another embodiment of the invention;
Figure 24 is the plan view of framework according to still another embodiment of the invention;
Figure 25 is the plan view of framework according to still another embodiment of the invention;
Figure 26 is the plan view of framework according to still another embodiment of the invention;
Figure 27 is the plan view of framework according to still another embodiment of the invention;
Figure 28 is the plan view of framework according to still another embodiment of the invention;
Figure 29 is the plan view of framework according to still another embodiment of the invention;
Figure 30 is the plan view of framework according to still another embodiment of the invention;
Figure 31 is the plan view of framework according to still another embodiment of the invention;
Figure 32 is the plan view of framework according to still another embodiment of the invention;
Figure 33 is the plan view of framework according to still another embodiment of the invention;
Figure 34 is the plan view of framework according to still another embodiment of the invention;
Figure 35 is the plan view of framework according to still another embodiment of the invention;
Figure 36 is the plan view of framework according to still another embodiment of the invention;
Figure 37 is the plan view of framework according to still another embodiment of the invention;
Figure 38 is the plan view of framework according to still another embodiment of the invention;
Figure 39 is the perspective view of framework according to still another embodiment of the invention;
Figure 40 is the perspective view of framework according to still another embodiment of the invention;
Figure 41 is the perspective view of framework according to still another embodiment of the invention;
Figure 42 is the plan view of framework pillar according to still another embodiment of the invention;
Figure 43 (A) and (B) be respectively the plan view of framework pillar according to still another embodiment of the invention;
Figure 44 is the plan view of framework pillar according to still another embodiment of the invention;
Figure 45 is the plan view of framework pillar according to still another embodiment of the invention;
Figure 46 is the plan view of framework pillar according to still another embodiment of the invention;
Figure 47 is the perspective exploded view of framework pillar according to still another embodiment of the invention;
Figure 48 is the perspective exploded view of framework pillar according to still another embodiment of the invention;
Figure 49 is the plan view of framework according to still another embodiment of the invention;
Figure 50 is the plan view of framework according to still another embodiment of the invention;
Figure 51 is the perspective view of framework pillar according to still another embodiment of the invention;
Figure 52 is the perspective view of framework according to still another embodiment of the invention;
Figure 53 is the enlarged front view of a pillar upper end portion;
Figure 54 (A) and (B) represent planimetric map and the vertical cross-section plan view as an embodiment of the flange plate that is connected supporting element respectively;
Figure 55 (A) and (B) respectively the expression be another embodiment's of flange plate planimetric map and vertical cross-section plan view;
Figure 56 (A) and (B) respectively the expression be another embodiment's of flange plate planimetric map and vertical cross-section plan view;
Figure 57 is another embodiment's of flange plate a perspective view;
Figure 58 is the enlarged front view when flange plate is installed on the pillar;
Figure 59 represents is amplification view as an embodiment of the clamp device of link;
Figure 60 is the part enlarged perspective of the prefabricated scaffold that is assembled of framework according to still another embodiment of the invention;
Figure 61 is the perspective exploded view of prefabricated scaffold shown in Figure 60;
Figure 62 is that the framework in the prefabricated scaffold that is assembled of frame construction is according to still another embodiment of the invention arranged the perspective exploded view of situation;
Figure 63 (A) (B) and (C) is respectively the planimetric map of the prefabricated scaffold that is assembled of framework according to still another embodiment of the invention, plan view and side view;
Figure 64 is the perspective view of the prefabricated scaffold that is assembled of framework according to still another embodiment of the invention;
Figure 65 is the perspective view of the prefabricated scaffold that is assembled of framework according to still another embodiment of the invention;
Figure 66 is the plan view of the supporting structure that is assembled of framework according to still another embodiment of the invention;
Figure 67 (A) and (B) be respectively the plan view and the side view of the supporting structure that is assembled of framework according to still another embodiment of the invention;
Figure 68 (A) and (B) be respectively the plan view and the side view of the supporting structure that is assembled of framework according to still another embodiment of the invention;
Figure 69 (A) and (B) be respectively the plan view and the side view of the supporting structure that is assembled of framework according to still another embodiment of the invention;
Figure 70 (A) and (B) be respectively the plan view and the side view of the support beam shelf structure that is assembled of framework according to still another embodiment of the invention;
Figure 71 (A) and (B) be respectively the plan view and the side view of the support beam shelf structure that is assembled of framework according to still another embodiment of the invention;
Figure 72 is the plan view of support beam shelf structure according to still another embodiment of the invention;
Figure 73 is the part enlarged perspective of the support beam shelf structure shown in Figure 72;
Figure 74 (A) and (B) be the perspective view that is installed in the handrail of prefabricated scaffolding structure end respectively;
Figure 75 (A) and (B) be the plan view that lays respectively at the reinforcement pillar of prefabricated scaffolding structure one end;
What Figure 76 represented is the perspective view that is used for another embodiment of a connection piece of the present invention;
Figure 77 represents is as the perspective view of a plane member of a cross member among the present invention;
What Figure 78 represented is another embodiment's of a plane member perspective view;
The embodiment's who is mounted in the strengthened frame between framework that Figure 79 represents perspective view;
What Figure 80 represented is another embodiment's of strengthened frame perspective view;
What Figure 81 represented is the another embodiment's of strengthened frame perspective view;
What Figure 82 represented is the another embodiment's of strengthened frame perspective view;
What Figure 83 represented is the another embodiment's of strengthened frame plan view;
Embodiment
Embodiments of the invention are explanation subsequently with reference to the accompanying drawings.
What Fig. 1 to 58 described is the framework and the reinforcement pillar of the embodiment of the invention.
What Figure 60 to 65 described is the prefabricated scaffolding structure of having used the above-mentioned arbitrary embodiment's of the present invention framework.
What Figure 66 to 69 described is the supporting structure of having used the above-mentioned arbitrary embodiment's of the present invention framework.
What Figure 70 to 73 described is the support beam shelf structure of having used the above-mentioned arbitrary embodiment's of the present invention framework.
What Figure 74 to 82 described is to be applied in prefabricated scaffolding structure, pillar, handrail and strengthened frame in supporting structure or the support beam shelf structure.
How to use frame construction of the present invention in order to understand, this explanation will be at first directly from the prefabricated scaffolding structure shown in Figure 60 to 62.
At Figure 60, in the prefabricated scaffolding structure shown in 61 and 62, used framework shown in Figure 40, wherein scaffold is represented with A.This framework comprises two pillars 1,1 and a plane member 4 or a 4b who is rotationally connected or removably connects with a pillar 1.
More detailed description is as follows.
Among the prefabricated scaffolding structure A shown in Figure 60 and 61, a plurality of frameworks 3 are laterally vertically being installed with front and back two rows' form, each framework 3 all includes two upright post that are parallel to each other 1,1, one laterally is installed in pillar 1, handrail 2 between 1 ', and one be connected to plane member 4 on the pillar as cross member.The pillar 1 that front and back are relative, 1 removably interconnects by the plane member 4 that is secured on the pillar 1 as a cross member, and at horizontal pillar 1 adjacent one another are, 1 interconnects by two horizontal handrail 2a, and these two horizontal handrail 2a are detachably connected on the right side pillar 1 shown in Figure 60 as cross member.In addition, one or more putlocks are along laterally being laid between the framework 3,3 of front and back along continuous, and the two ends of each springboard are removably connecting with the corresponding plane member 4 of each by connected element 6.On the excircle of each pillar 1, at an upper portion thereof, middle part and bottom are installed with the apertured flanges dish 7 as the first and second connection supporting elements.
Two plane members of handrail 2 ' comprise, one for being removably mounted on the horizontal member between the upper flange dish 7,7, and another is for being installed in adjacent struts 1, lower horizontal member between 1 is supposed handrail 2 ' can only be made of top or lower horizontal member.
Equally, the plane member 4 before and after being installed between the pillar 1,1 by its two ends respectively with top, the middle part removably is connected with the lower flange dish, supposing can only have a plane member or have as shown in the figure two plane members up and down.
Though handrail 2a is by being connected on the pillar 1,1 as the flange plate 7 that connects supporting element, can also be with other connection supporting element, for example, pin.
Form the attachment portion 6 in C shape or L shaped cross section at the two ends of each putlock.By attachment portion 6, putlock is detachably connected on middle part or the lower horizontal member 4.In the putlock 5,5 laterally adjacent one another are, the attachment portion, the right 6 of left side springboard 5 and the attachment portion, the left side 6 of the right springboard 5 form in staggered mode.
Two ends, the left and right sides vertically are installed with a base plate 9 on the fore-and-aft direction of each prefabricated scaffold A, and its mounting type is identical with aforesaid way.
Following method is used for prefabricated scaffold A with respect to a structure such as building and arrange.A large amount of frameworks 3 is vertically arranged along horizontal with front and back two rows' form.At this moment, interconnect by the handrail 2a that is detachably connected on the pillar 1, and interconnect by the plane member 4 that is fastened on the pillar 13,3 of fore-and-aft direction frameworks respect to one another at horizontal framework 3 adjacent one another are.So just form the scaffolding structure of a rectangular parallelepiped protrusion part shape, when subsequently after putlock 5 has been laid in the neutral position structure just finished.
Front and back framework 3,3rd, adopting symmetric form still is to adopt alternative form to choose wantonly.When being latter event, the back side of handrail 2a facing to preceding framework 3, one plane members be installed in before framework 3 the right pillar 1 and the back framework 3 left side pillar 1 between.
Pillar can be one by one installation, perhaps will erect on the ground by socket by two one group the strut that a horizontal support bars links together.In addition, a plurality of frameworks 3 can vertically be mounted to many layers.At this moment, shown in Figure 53, upper strut 1 can be inserted in the upper end hole of lower posts 1 by a casing section 1 a.
Figure 62 has schematically described the prefabricated scaffolding structure of another embodiment of the present invention.This prefabricated scaffold is represented with A, is to be assembled by the framework shown in for example Fig. 3 or 9.More particularly, a framework 3a comprises that a pillar 1 and one laterally are installed in handrail 2 on the pillar 1 as cross member.A plurality of such framework 3a vertically arrange along horizontal with front and back two rows' form.Before and after relative pillar 1,1 removably interconnect by the plane member 4 that is analogous to shown in Figure 60, pillar 1,1 laterally adjacent one another are by a pillar 1 handrail 2 and interconnect as a metal joint 13 of link.And along horizontal continuous laying, the two ends of each putlock 5 removably link to each other with plane member 4 associated therewith one or more putlocks 5 between front and back framework 3,3.
Erect the pillar 1A shown in Figure 75 in prefabricated scaffold A high order end position, perhaps shown in Figure 62, a framework setting identical with framework shown in Figure 60 3 on the ground.
When a framework 3a include only a pillar 1 and be installed in pillar 1 top, will be with handrail 2 that another similar framework 3a links to each other the time, an end of described handrail 2 removably with a described framework laterally the pillar of adjacent framework 3a link to each other.Described handrail 2 comprises the plane member that one or two is parallel, and an end of handrail 2 is connected with pillar 1 by a flange plate 7 or welding or pin or alternate manner.At the other end of handrail 2, form a metal joint 13 as a connection piece, this joint links to each other with flange plate 7 on another adjacent struts 1.
Other structure and installation method are with identical shown in Figure 60.
Now, be illustrated with reference to Fig. 1 to 58 couple of framework embodiment of the present invention.
Framework shown in Fig. 1 to 18 belongs to same group, their something in common be one or more plane members as cross member with respect to a pillar and horizontal arrangement.Described each framework 3 includes a pillar 1, one be located at pillar 1 middle part, as first flange plate 7 that connects supporting element, one be located at pillar 1 top, as second flange plate 7 that connects supporting element, one link to each other with middle part or upper flange dish 7, as the plane member of a cross member, and one as a connection piece be arranged in plane member the outer end, keep the metal joint 13 of a corresponding relation with the flange plate 7 that is associated.
In framework 3 shown in Figure 2, also link to each other with a flange plate 7 that is located at a pillar 1 upper end simultaneously as a cardinal extremity of the plane member 2 of handrail as a cross member.Other structure is identical with framework shown in Figure 1.
In framework shown in Figure 3, two plane members 2 up and down, 2 link to each other with an outer surface with a upper flange dish 7 of a pillar 1 respectively, one horizonal base plate 8 links to each other with a central flange dish 7, described two plane members 2,2 and base plate 8 link together by a vertical support bar in its outer end, be provided with a metal joint 13 in the outer end of last plane member 2, be provided with in the outer end of base plate 8 one the pin 8a.
In framework shown in Figure 4, cardinal extremity as the plane member L3 of a cross member links to each other with a central flange dish 7, be provided with a metal joint 13 in the outer end of plane member L3, two diagonal supporting member 2b up and down, 2b is installed between the outer end of the outer surface of position, pillar 1 upper and lower part and plane member L3 as cross member.
In framework shown in Figure 5, a U-shaped cross member that includes a plane member 2 and a L shaped member 2e links to each other with a pillar 1.Specifically, the cardinal extremity of plane member 2 and L shaped member 2e links to each other with an outer surface of a upper flange dish 7 and pillar 1 respectively, is provided with a metal joint 13 in the outer end of plane member 2.
Framework shown in Figure 6 is to add that on framework basis shown in Figure 3 plane shape is the reinforcement diagonal supporting member 22,22 of X-shaped.
Framework shown in Figure 7 is the improvement of framework shown in Figure 2, and a diagonal supporting member 19 is installed between the outer end of central flange dish 7 and plane member 2.
Fig. 8 is adding a framework that is installed in a horizontal stiffener H12 between pillar 1 and the diagonal supporting member 2d on the basis of Fig. 7.
In framework as shown in Figure 9, simultaneously also as the plane member 2a of handrail, the cardinal extremity of 2a links to each other with a central flange dish 7 with a upper flange dish 7 respectively as cross member, plane member 2a, and the outer end of 2a is respectively equipped with metal joint 13,13.
Framework shown in Figure 10 is to have added one in order to strengthen plane member 2a, the horizontal stiffener 2f of 2a and the vertical support bar 2g as auxiliary part on the basis of Fig. 9.
In the framework that Figure 11 represents with 3A, two flange plate 7 up and down, 7 and spacer flanger dishes 7 are formed on the pillar 1, plane member 2a as cross member, 2a1 links to each other with flange plate 7 by its cardinal extremity respectively, and the outer end of each plane member links together by a vertical support bar, each plane member 2a, the outer end of 2a1 is respectively equipped with the metal joint 13,13 that is associated with flange plate 7.
Figure 12 is the improvement to framework shown in Figure 8, and the cardinal extremity of a plane member H6 links to each other with central flange dish 7, and a diagonal supporting member 2d is installed between the outer end of plane member 2c on plane member H6 cardinal extremity and.
Figure 13 is the improvement of framework shown in Figure 12, and the 2c of plane member up and down linking to each other with upper and lower part flange plate 7,7 respectively is equipped with a diagonal supporting member 2d and a vertical strut 2g between the H11.
Framework shown in Figure 14 is on framework basis shown in Figure 9, at plane member 2c up and down, the X-shaped stiffener H4 as auxiliary part is installed between the H11.
Framework shown in Figure 15 is the improvement of framework shown in Figure 10, strengthens between the lower end that diagonal supporting member 2n is installed in down the outer end of plane member 2a and pillar 1 for one.
Framework shown in Figure 16 is the improvement of framework shown in Figure 15, and a diagonal supporting member 2i has replaced plane member 2f to be installed in two plane member 2a, between the 2a.
Figure 17 is the combination of framework shown in Fig. 2 and 4.Plane member 2a, L3 and diagonal supporting member 2b, 2b links to each other with pillar 1 as cross member.
Framework shown in Figure 180 is the improvement of framework shown in Figure 14, three plane member 2c of upper, middle and lower, and H11, H12 links to each other with pillar 1, and the stiffener H4 of X-shaped is installed between plane member 2c and the H11 respectively and between plane member H11 and the H12.
Framework shown in Figure 19 comprises three plane member L4 of upper, middle and lower, L3, L5, the strut 2g that plane member is connected with each other, and diagonal supporting member 2b.
Framework shown in Figure 20 to 23 belongs to same group.In these frameworks each mainly comprise a pillar 1 with one as cross member be connected thereon the V-arrangement framework.Other structure is same as shown in Figure 1.
The framework of representing with 3B among Figure 20, comprise a pillar 1, be located at the flange plate 7 at pillar 1 top and middle part respectively, 7, a V-arrangement framework 2b who links to each other with the top and the bottom outer surface of pillar 1 as cross member, by its end, and one as a connection piece, the outer end that is located at framework 2b and central flange dish 7 corresponding metal joints 13.This framework 3B is shaped as triangle or isosceles triangle from plan view.
Framework among Figure 21 is identical in fact with framework among Figure 20.The length of one V-arrangement framework 2b can be adjusted by extension mechanism 2b1, is respectively equipped with hinge O and P in cardinal extremity and the outer end of framework 2b.
Framework shown in Figure 22 is on framework basis shown in Figure 20, and a plane member links to each other with pillar 1 by upper flange dish 7.
Framework shown in Figure 23 is the improvement of framework shown in Figure 20, and wherein, a U-shaped cross member that includes a plane member 2a and a strengthened frame 2a2 links to each other with the outer surface of upper flange dish 7 with pillar 1 simultaneously.
Framework shown in Figure 24 to 29 belongs to same group, and their common ground is that each framework mainly comprises a pillar 1 and a V-arrangement framework that links to each other with pillar 1 as a cross member, right-angled triangle of the common formation of pillar 1 and V-arrangement framework.Other structure is same as shown in Figure 1.
Be expressed as shown in figure 24 in the framework of 3C, two cover V-arrangement frameworks link to each other by the outer surface of its cardinal extremity and upper and lower part flange plate 7,7 and pillar 1 up and down, and every cover framework all comprises a plane member 2K and a diagonal supporting member 2L.
The framework that is expressed as 3C as shown in figure 25 is a framework the simplest, and it constitutes a right-angled triangle on the whole.Specifically, described framework comprises a pillar 1, be located at the flange plate 7 at pillar 1 top and middle part respectively, 7, a V-arrangement plane member 2c who links to each other with the lower external face of upper flange dish 7 and pillar 1 by its cardinal extremity, and one as a connection piece, the outer end that is located at plane member 2c and upper flange dish 7 corresponding metal joints 13.
Framework shown in Figure 26 is to add a horizontal stiffener H1 who is installed between a central flange dish and the diagonal supporting member 2c on the framework basis shown in Figure 25.
Framework shown in Figure 27 is on framework basis shown in Figure 25, and a U-shaped stiffener H7 all links to each other with an outer surface of upper and the diagonal supporting member 2c of central flange dish, pillar 1.
Framework shown in Figure 28 is on framework basis shown in Figure 25, and a horizontal stiffener H8 links to each other with diagonal supporting member 2c with central flange dish 7 simultaneously, and is provided with a metal joint 13 in the outer end of plane member H8.
Framework shown in Figure 29 is on framework basis shown in Figure 28, and another plane member H9 is installed between pillar 1 and the diagonal supporting member 2c and is parallel to plane member H8.
Framework shown in Figure 30 is the improvement of framework shown in Figure 25, and a strengthened frame H10 is connected between plane member 2c outer end and the lower flange dish, and this strengthened frame sees it is the L shaped of a upset from the front.
Framework shown in Figure 31 to 38 belongs to same group, and their common ground is each framework from plan view, is a trapezoidal or rectangle on the whole.
Figure 31 illustrates the framework 3A of a simple structure, and it is essentially one trapezoidal from plan view.Its basic structure is with framework shown in Figure 1.Framework shown in Figure 31 comprises a pillar 1, is located at the flange plate 7,7 at pillar 1 top and middle part respectively, the framework 2A that its cardinal extremity links to each other with the lower external face of upper flange dish 7 and pillar 1 simultaneously, outer end at framework 2A is provided with metal joint 13,13 corresponding to flange plate 7,7.Framework 2A is a Unitarily molded framework, and it comprises a plane member P, a vertical member Q and a diagonal supporting member R.From plan view, pillar 1 and one of framework 2A formation are trapezoidal.
Framework shown in Figure 32 is on framework basis shown in Figure 31, and a horizontal stiffener 2A1 is installed between pillar 1 and the vertical member Q.
Equally, framework shown in Figure 33 is on framework basis shown in Figure 31, is provided with two horizontal stiffener 2A1 as auxiliary part, 2A2.
Framework shown in Figure 34 is identical in fact with framework shown in Figure 33, and the cardinal extremity of lower horizontal member 2A2 links to each other with central flange dish 7.
Framework shown in Figure 35 is on framework basis shown in Figure 34, and diagonal brace stiffener 2A3 is installed between the middle part of the top of pillar 1 and framework 2A.
In framework shown in Figure 36, plane member 2a, 2a respectively with upper and lower flange plate 7,7 link to each other, plane member 2a, the outer end of 2a links together by a vertical support bar, is provided with a metal joint 13 in the vertical center of strut corresponding to central flange dish 7.
In framework shown in Figure 37 and 38, there are a horizontal stiffener and one or two diagonal supporting member to be added on the framework shown in Figure 36.
Framework shown in Figure 39 to 41 belongs to another group, and their common ground is that a plane member as cross member is connected to one and is located on the flange plate at pillar 1 middle part, and this plane member stretches with the direction different with plane member on.Other structure is same as shown in Figure 1.
Framework among Figure 39 comprises a pillar 1, be located at the flange plate 7 on pillar 1 middle part and top respectively, 7, a plane member 2 that links to each other with upper flange dish 7 as a cross member, its cardinal extremity, stiffener 2e between the outer surface of upper of outer end that is installed in plane member 2 and pillar 1, another is as a cross member, at a plane member 4a who links to each other with central flange dish 7 on perpendicular to the direction of plane member 2, and the metal joint 13,13 that is located at plane member 2 and 4a outer end respectively.
Framework shown in Figure 40 is mentioned when the prefabricated scaffold of explanation among Figure 69, it comprises two pillars 1,1, one is installed in pillar 1, handrail 2 between 1 ', one is positioned at the plane member 4b that the central flange dish 7 on the pillar 1 links to each other as cross member and, and a metal joint 15 that is located at described plane member 4b outer end.
Framework shown in Figure 41 is the improvement of framework shown in Figure 39, on pillar 1, be close to central flange dish 7 and be rotatably mounted a tubular sleeve 14, a plane member 4a is installed on the sleeve pipe 14, is provided with a metal joint 14a in another outer end of plane member 4a.
The pillar of framework shown in Figure 42 to 46 belongs to same group, and their common ground is the vertical layout that two pillars 1,1 are parallel to each other.Although also not shown among the figure, there is a cross member to be connected on the top or lower flange dish 7 of a pillar 1.Sometimes, these pillars can use individually in the end of prefabricated scaffold and not need to use any cross member.
Framework shown in Figure 42 comprise two pillars that are parallel to each other 1,1 and one be installed in handrail 2 between the upper flange dish 7,7 of pillar 1,1 '.Cross member is detachably connected to one or up and down on two flange plate 7,7.
Framework shown in Figure 43 (A) be on framework basis shown in Figure 42, add one be connected another handrail 2 between the pillar 1,1 '.Same, framework shown in Figure 43 (B) is to add a diagonal supporting member that is connected between the pillar 1,1 on the framework basis shown in Figure 43 (A).Same, framework shown in Figure 44 is to add a base plate 8 that is installed between the central flange dish 7,7 on the framework basis shown in Figure 43 (A).Same, framework shown in Figure 45 be add on the framework basis shown in Figure 44 one be installed in a handrail 2 ' and base plate 8 between corrugated stiffener 35.
Framework shown in Figure 46 is to add a reinforcing bracket 26 that is assemblied in the X-shaped between the pillar 1,1 on framework basis shown in Figure 42.
Framework shown in Figure 47 to 48 belongs to same group, and their common ground is that a cross member removably is connected on the pillar.
More particularly, framework shown in Figure 47 comprises that has the up and down pillar 1 of two flange plate 7,7 and a complete cross member X, and this cross member X comprises two 2,2, base plate 8 of plane member and diagonal supporting members 23 as handrail.The cardinal extremity of cross member X by being located at plane member 2 outer ends and base plate 8 one outer ends respectively metal joint 13 and 8a removably be connected pillar 1 flange plate 7,7 on.
Framework shown in Figure 48 is similar with framework shown in Figure 47, a complete cross member Y is by two plane members 2 as handrail, 2 and one are connected plane member 2, V-arrangement stiffener 24 on 2 constitutes, cross member Y removably is connected on the flange plate 7,7 of pillar 1 by the metal joint 13 and 25 that is located at plane member 2 one outer ends and stiffener 24 1 outer ends respectively.
Framework shown in Figure 49 to 50 belongs to same group, and their common ground is to be respectively equipped with cross member in the pillar both sides.
Framework shown in Figure 49 comprises a pillar 1, lay respectively at the flange plate 7 at pillar 1 top and middle part, 7, be arranged in the V-arrangement framework 2D of pillar 1 both sides simultaneously as cross member, 2D, one corresponding to central flange dish 7, be located at the metal joint 13 of a V-arrangement framework 2D outer end and a metal joint 13a who is located at the outer end of another V-arrangement framework 2D corresponding to metal joint 13, as one the 3rd link as a connection piece.
A horizontal stiffener M who is connected on the central flange dish 7 extends at V-arrangement framework 2D middle part.
In the framework shown in Figure 50, two pillars 1,1 links together by two middle part plane member Q, one as a cross member, comprise that the framework 2F of a plane member and a vertical member is connected on the pillar 1, the framework 2F of another same shape is connected on another pillar 1.In addition, the outer end of a framework 2F is provided with metal joint 13, and is provided with and metal joint 13 corresponding metal joint 13a in the outer end of another framework 2F, and this each metal joint 13a is made of a horizontal plate.
Figure 51 demonstrates another embodiment of framework, and it comprises that 1,1, two on two pillars are installed in pillar 1,2,2, two flange plate that are installed on the pillar of handrail between 1, and corresponding to flange plate 7,7, be located at the metal joint 13,13 of the lateral location of another pillar 1.
In the framework, the V-arrangement framework 2b as cross member is connected on the pillar 1 shown in Figure 52, another V-arrangement framework L4 one with the perpendicular direction of V-arrangement framework 2b on be connected on the pillar 1, be respectively equipped with metal joint 13 in the outer end of framework 2b and L4.
Figure 53 shows the top of a pillar 1.Form the sleeve pipe 1a of a minor diameter in the upper end of pillar 1, in order to be inserted in another pillar.
Figure 58 is depicted as the embodiment of flange plate.
Figure 54 (A) and (B) shown in flange plate 7 comprise the annulus 7b that a telophragma 7a and form along dish 7a periphery.By an intermediate hole flange plate 7 is assembled and is fixed on the pillar 1.
Figure 55 (A) and (B) shown in flange plate 7 comprise the reservation hole 7c that dish 7a and eight circumferentially form along dish 7a.
Figure 56 (A) and (B) shown in flange plate 7 comprise a disk body 7d and along the ear that forms on the four directions of 90 degree of being separated by on the disk body 7d space, and be formed at the reservation hole 7g among the 7e of ear respectively.
Flange plate shown in Figure 57 7 comprises along pillar 1 periphery formation, at the spaced apart U-shaped of the four direction cross section sleeve pipe 7f of 90 degree of being separated by.The bottom of sleeve pipe 7f is welded on the pillar 1 at the W place.
Figure 59 is depicted as another embodiment of a cross member and a connection piece.In this embodiment, the outer end of a plane member 2a is provided with a clip K.Clip K as link comprises two clip connector K1 and K2 and a bolt B T who clamps clip connector.Can be connected on another pillar or the analog by clip K.
Figure 63 (A) and (B) be depicted as the scaffold that the framework with the embodiment of the invention is assembled into.
Used framework is framework 3C shown in Figure 25, and a plurality of such framework 3C is arranged in Vertical direction with transversely be assembled together.In vertical direction, last lower supporting rod 1,1 links together, and at horizontal adjacent framework 3C, and 3C then links together by the mode that the metal joint 13 that will be positioned at a framework member 2C outer end on the pillar 1 is connected on the upper flange dish 7 of another pillar 1.For example, when the outer surface of the building of building is curved surface, a scaffold Z will build along this outer surface, and the metal joint 13 on such framework member 2C will change with respect to the established angle of flange plate 7.The springboard of scaffold will be laid along this scaffold Z.In this case, framework member 2C also has in the oblique function that plays reinforcing bracket simultaneously not only as handrail.
Prefabricated scaffold is assembled with framework shown in Figure 32 shown in Figure 64.This structure is substantially identical with the prefabricated scaffold shown in aforementioned Figure 60.
Specifically, framework 3A shown in Figure 32 is being assembled together on horizontal stroke, the longitudinal direction with two row's framework X before and after forming, Y, and putlock 5 is laterally laid between the framework of front and back.
Two row framework X are equipped with plane member with deep framing between the Y in front and back, thereby and the end of each putlock 5 hook adjacent with it plane member springboard be assembled together.
Two row's framework X have installed above-mentioned plane member and handrail 50 between the left end of Y in front and back, also are the same between the right-hand member of framework.
According to the present invention, when around the building of building, prefabricated scaffold being installed, at first the width of each putlock 5 is roughly determined, the fixed putlock 5 of these width is by being positioned at the framework 3A ' that corners of building place and each putlock width are complementary then, 3A ' assembles up, other framework 3A framework 3A ' and then afterwards, the next door of 3A ' and arranging is to constitute a L shaped scaffold.Like this, because be mounted to L shapedly, whole prefabricated scaffold is improved to the intensity of transverse load.
In this embodiment, be positioned at the weak point of the transverse dimension of the framework 3A ' that each corner and each putlock 5 width are complementary than each framework 3A shown in the figure.
When framework 3A when laterally continuously arranging, can adjust its length, so that the width of itself and side of buildings is complementary.
For above-mentioned prefabricated scaffold should note following some.Framework X and Y can be assembled on horizontal, vertical both direction by a large amount of framework 3A.In addition, when passing through the mode of assembly frame 3A when a lower level forms framework X and Y, same framework 3A will assemble up on above-mentioned framework one by one, the workman may stand on the springboard 5 of framework of above-mentioned lower level, and the handrail on this moment putlock 5 is be sure of to constitute by plane member P and 2A1.That is to say that assembling work can be finished safely under without the situation of life rope.In addition, after prefabricated scaffold assembling was finished, diagonal supporting member R can play reinforcing bracket.
Prefabricated scaffold shown in Figure 65 by with framework shown in Figure 40 along horizontal and vertically be assembled.It also is identical with prefabricated scaffold shown in Figure 60 in fact.More particularly, two rows before and after framework X and Y are arranged to, putlock 5 is installed between framework X and the Y, so that it laterally is being in contact with one another.In addition, a handrail 50 and a large-sized stiffener 51 are installed between the end of framework X and Y.
When at lateral arrangement framework X and Y, left and right sidesing pillar 1,1 adjacent one another are links together by the link that connects respective flanges 7,7, and pillar adjacent one another are in vertical direction links together by a sleeve portion 1a with aforementioned the same manner.
Two rows' framework X and Y are by being fixed on the plane member 4b on the pillar 1 before and after being arranged in, and 4b links together, and the end of putlock 5 is hooked on plane member 4b, on the 4b.And in this case, front and back framework X, Y can be at an easy rate by with a large amount of frameworks 3 vertically and the mode that laterally assembles up form.In addition, even when one more high-rise when singly framework 3 being installed, the workman also can stand on the putlock 5 of a lower level and guarantee simultaneously to form handrail 2 ', working so just can go on safely.
Figure 66 illustrates a structure that is mounted to scaffold or support, it used one with very similar framework 3C shown in Figure 19.More particularly, many socket J vertically arrange on the ground, and interconnect and strengthened by link J1.Standard framework N is connected on the socket J, and a plurality of framework 3C levels of the present invention reach and vertically are connected on the framework N.In addition, a plurality of upper boom N become stepped or flatly are connected framework 3C to go up and top socket J2 is installed on the upper boom N, so that it is in height adjustable.Each socket J2 comprises that 130, one of bearing parts are connected the screw rod below the bearing part 130, the flange plate 133 to be spirally connected in the middle part of movable form and the screw rod, and a nut and the handle 132 that is spirally connected with the screw rod bottom.Screw rod is screwed onto on the pillar by nut and handle 132.It is because the outer surface of the building S that builds tilts that upper boom N is assembled into stair-stepping reason.Telescopic strut M is used in the framework N that is arranged in the upper end.The two ends of each strut M are connected on the flange plate 133 of socket J2.Like this, adopted socket J and J2, and in the end of screw rod 131 side flange plate 133 has been installed, link J1 or strut M are connected between the flange plate 133 in addition, so just can bear local load.And in this case, framework 3C not only plays the handrail effect but also play the supporting bracket effect.
Figure 67 (A) and (B) expression be a fixed, plane view is the supporting structure of rectangle, it is assembled on all around and above-below direction by many frameworks as shown in figure 17.In same figure, framework laterally adjacent one another are by left side framework metal joint and the flange plate 7 on the pillar 1 of the right framework link together, in this way, many frameworks are along laterally assembling up continuously.The pillar 1,1 adjacent one another are in Vertical direction links together by the mode that the lower end with upper strut is inserted into the upper end of lower posts 1.
The upper end of described supporting structure this moment with Figure 66 in the similar mode of support, by socket J, bearing part 130 and sleeper beam 52 support of buildings S.
Figure 68 (A) and (B) movable-type is shown, plane view is the supporting structure of rectangle, it is assembled on all around and above-below direction by above-mentioned same framework.Framework 53 and castor 54 are installed in the lower end of supporting structure, and supporting structure just can move to the position that needs like this.Other structure is with shown in Figure 67.
Figure 69 (A) and (B) expression be a supporting structure that assembles up with above-mentioned same framework.This supporting structure comprises that four is Z1, Z2, Z3 and Z4.Every framework that all comprises many vertical assemblings, same, framework assembles up in all around direction, with the structure that to form a cross section be rectangle.Then, with all around block Z1 that so assembles up, Z2, Z3 erect with Z4 and be connected to form one with plane member 55 is the supporting structure of a squarer shape on the whole.Framework is identical with the method that supporting structure shown in 68 is connected with Figure 67 in the method that laterally couples together with Vertical direction.Described building in the same way, by socket J, sleeper beam 52 and supporting element 56 supports.
Figure 70 (A) and (B) expression be a single-layer type support beam shelf structure that usefulness framework 3B shown in Figure 20 assembles up.Some such framework 3B are assembled together and form a triangular truss.
Figure 71 (A) and (B) expression be the same framework 3B of usefulness laterally and the two stratotype support beam shelf structures that assemble up in two-layer mode in Vertical direction.Some such frameworks are assembled together and form a square truss.
Figure 72 is depicted as support beam shelf structure according to another embodiment of the present invention, wherein, contrast with seeing the roof beam structure that is horizontal shape among Figure 70 on the whole, this roof beam structure sees it is a man type on the whole, and it forms by the mode of having used a connection assist 57 around the corner.Other structure is identical with the shelf structure of support beam shown in Figure 70.
Figure 73 is depicted as the 3-D view of the shelf structure of support beam shown in Figure 70.In same figure, supporting frame 3B assembles up with three dimensional form.More particularly, two arranged and put and interconnect by the plane member 58 that links to each other with flange plate 7 before and after many support beam frame-saw frame T were, and wherein above-mentioned each support beam frame-saw frame T is by forming along the horizontal mode that framework 3B is assembled up.When needed, utilize pillar 1, putlock 5a or stiffening plate can be connected on the framework T of front and back by its end hook.Other structure is with the shelf structure of support beam shown in Figure 70.
Figure 74 to 82 is depicted as and is used for the prefabricated scaffold of the present invention, the stiffener of supporting structure and support beam shelf structure.
More particularly, Figure 74 (A) is depicted as the aforementioned handrail 50 that links to each other with the prefabricated scaffold of Figure 64.This handrail 50 comprises a plane member, a U-shaped stiffener and be located at the metal joint 13 at plane member two ends.
Figure 74 (B) illustrates another handrail 50, and it comprises three plane members, two vertical members that the plane member two ends are linked together, and four be located at the up and down metal joint 13 at plane member two ends.Use the method for handrail 50 the same with Figure 74 (A).
Figure 75 (A) is depicted as reinforcement or the jury strut 1A that a middle part and top have flange plate 7,7.For example, in prefabricated scaffold A shown in Figure 60,, can replace framework 3 with pillar 1A in the end of scaffold A if use framework 3 to make transverse dimension too big.Figure 75 (B) is depicted as reinforcement or the jury strut 1A that its side has a plurality of metal joints 13.Pillar 1A arranges and passes through metal joint 13 along framework and links to each other with framework.
Figure 76 is depicted as an auxiliary link that uses.For example, in prefabricated scaffold shown in Figure 65, described link is used for connecting the flange plate 7,7 on the adjacent pillar in the left and right sides 1,1.This link comprises sleeve 59,59 and inserts latch 60,60 in the hole on the sleeve.In addition, sleeve 59,59 is installed on the prefabricated flange plate 7,7, and in this case, and latch 60,60 will insert in the hole in sleeve 59,59 and the flange plate.
Figure 77 and 78 is depicted as the plane member of cross member or stiffener.Be a kind of plane member of fixed shown in Figure 77, it comprises a pipe 60 and is positioned at the metal joint 13,13 at pipe 60 two ends.Metal joint is connected on the pillar flange plate 7,7 removably.Plane member shown in Figure 78 is made up of a telescopic pipe 60A and the metal joint 13,13 that is located at pipe 60A two ends, and this pipe comprises pipe in an outer tube and.
Being one and being installed in and being used for the π shape connection assist of connecting struts between the adjacent pillar of Figure 79 to 82 expression, for example, this structure can be applicable in prefabricated scaffold shown in Figure 65 or the supporting structure.Connection assist shown in Figure 79 comprises a horizontal pipe 61, is located at the metal joint 13,13 at pipe 61 two ends, is suspended on two supporting legs 62,62 at pipe two ends, and the metal joint 13,13 that is located at supporting leg 62,62 lower end side.This connection assist is installed between the pillar 1,1 of adjacent frame, and the metal joint 13 of upper and lower is connected on the pillar.
Connection assist shown in Figure 80 is in fact with identical shown in Figure 79, and the upper end of supporting leg 62,62 is connected on the pipe 61 with rotatable and dismountable mode.Connection assist shown in Figure 81 is the improvement of connection assist shown in Figure 79, and wherein supporting leg is done longly slightly, at the supporting leg middle part additional metal joint 13 is arranged, and supporting leg 62,62 upper ends removably are connected the downside of pipe 61 by bearing and pin.
Connection assist shown in Figure 82 is identical with connection assist shown in Figure 79 and 81 in fact, it comprises one as the beam 63 of strengthening plane member, it is simultaneously also as support beam, two supporting legs 62 that are suspended on beam 63 downsides, 62, be located at the metal joint 13,13 at beam 63 two ends, and the metal joint 13,13 that is located at each supporting leg 62 middle part and bottom.When the space between the very big and adjacent pillar 1,1 of prefabricated scaffold or supporting structure size was also very big, described connection assist just can be connected between the adjacent struts by metal joint 13.In this case, formed a bigger space for 63 times, can allow workman and vehicle to pass through at beam.
Figure 83 is depicted as another embodiment as the plane member of cross member or stiffener, this member comprises two or more levels or diagonal supporting member 2H, 2H, a metal joint 13 that is hinged on the bottom of level or diagonal supporting member 2H, and the other end at level or diagonal supporting member has metal joint 13,13.Like this, described cross member both the also available inclination mode of available horizontal mode be connected on the pillar 1.
The effect that below has for the present invention.
(1) because in the defined framework pillar is arranged in the present invention, is located at and props up On the post first and second connects support member, a cross member, and one is installed in cross member On connector, many such frameworks once assemble up in the vertical direction and laterally, Perhaps can be installed on other the structure in very simple mode, so just can be simple Assemble out various multi-form structures. In other words, be exactly not need to be the difference knot Structure provides various different frameworks, framework so of the present invention just have excellent versatility and Assembly performance.
(2) at pillar a cross member is installed, and is provided with one in the cross member outer end Therefore individual connector just needn't bother to pillar and set up connector. In addition, even prop up Post has assembled and has finished, also can be with the substitute mode by pulling down connector with any one Individual pillar takes out. In addition, by cross member is connected on the corresponding pillar or first or Second connects the mode on the support member, and framework can being installed in together according to each cross member One height or differing heights couple together.
(3) because first connect the middle part that support member is installed in pillar, thus just can with Pillar is connected with reinforced frame on the above-mentioned connection support member, so just can prevent from propping up Post curves. In addition, because first and second connect support members be installed in pillar the middle part and Top or bottom just can be at height that is connected support member with first or second of selection Spend consistent height assembling scaffold. Especially, when putlock by being arranged in Between first when connecting support member and installing of position, putlock just can be arranged in handrail On.
(4) in addition, because each pillar is connected with a cross member, if prefabricated scaffold Structure, supporting construction or support beam frame structure are with comprising such pillar and cross member When framework was assembled, each cross member was not only as connector but also as reinforced support, this Sample just need not used support.
Claims (20)
1. scaffold structure comprises:
A pillar, it has axially and radially, described pillar comprises first and second ends;
First post coupler on described first end that is placed in described pillar, it comprises a flange plate that is welded on the described pillar;
Roughly second post coupler at axial middle part that is placed in described pillar, it comprises a flange plate that is welded on the described pillar;
One it has first and second ends from the end radial members that described pillar extends radially, and the described first end of described end radial members is connecting described first post coupler;
First transverse connection on described the second end that is placed in described end radial members, described first transverse connection and described first post coupler are placed in certain axial distance apart from one of end of described pillar;
A diagonal supporting member, it has first and second ends, and the described first end of described diagonal supporting member begins radially to extend axially with described along the described of described pillar from the described the second end of described pillar; And
Second transverse connection on described the second end that is placed in described diagonal supporting member, the described the second end of described second transverse connection and described diagonal supporting member is placed in certain axial distance apart from one of end of described pillar, and this axial distance and described second post coupler are basic identical apart from the axial distance of this end.
2. scaffold structure as claimed in claim 1 also comprises:
A spreader, its described the second end from described diagonal supporting member extends to the described the second end of described end radial members, and described pillar, described end radial members, described diagonal supporting member and described spreader are placed in the same plane basically.
3. scaffold structure as claimed in claim 2 also comprises:
Another radial members, it extends to described spreader from described pillar;
Another radial members, it extends to described spreader from described pillar.
4. scaffold structure as claimed in claim 2 is characterized in that:
The described diagonal supporting member described pillar that is being rigidly connected;
Described spreader be rigidly connected described diagonal supporting member and described end radial members;
Described pillar, described end radial members, described diagonal supporting member, described spreader and all described links constitute a framework body, and a plurality of described framework bodies are set up and link together;
Described first and second post couplers in described framework body are connecting described first and second transverse connections in another described framework body respectively.
5. scaffold structure as claimed in claim 4 also comprises:
An aisle that is connecting described a plurality of framework bodies, the described end radial members in the described framework body and some positions on the described pillar constitute the handrail in described aisle.
6. scaffold structure as claimed in claim 1 also comprises:
A middle part radial members, it extends to the described the second end of described diagonal supporting member from described second post coupler.
7. scaffold structure as claimed in claim 6 also comprises:
A spreader, its described the second end from described diagonal supporting member extends to the described the second end of described end radial members, and described pillar, described end radial members, described middle part radial members, described diagonal supporting member and described spreader are placed in the same plane basically.
8. scaffold structure as claimed in claim 1 also comprises:
Another diagonal supporting member, it has first end and the second end, and the described first end of described another diagonal supporting member is connecting described pillar, and described another diagonal supporting member extends to the described the second end of described diagonal supporting member vertically and radially from described pillar.
9. scaffold structure as claimed in claim 8 is characterized in that:
The opposition side of the linkage structure of the described first end of described another diagonal supporting member between described diagonal supporting member and described pillar is being connected described pillar.
10. scaffold structure as claimed in claim 8 also comprises:
A middle part radial members, it extends to the described the second end of described diagonal supporting member from described second post coupler.
11. scaffold structure as claimed in claim 8 also comprises:
A spreader, its described the second end from described diagonal supporting member extends to the described the second end of described end radial members, and described pillar, described end radial members, described middle part radial members, described diagonal supporting member and described spreader are placed in the same plane basically.
12. scaffold structure as claimed in claim 1 also comprises:
Another post coupler, it is placed on the described the second end of described pillar;
The other end radial members, it extends radially from described another post coupler, and has first and second ends, and the described first end of described the other end radial members is connecting described another first post coupler;
A spreader, its described the second end from described end radial members extends to the described the second end of described the other end radial members;
A middle part radial members, it extends to the described the second end of described diagonal supporting member from described second post coupler; And
Another diagonal supporting member, it has first end and the second end, and the described first end of described another diagonal supporting member is connecting described pillar, and described another diagonal supporting member extends to the described the second end of described diagonal supporting member vertically and radially from described pillar.
13. scaffold structure as claimed in claim 1 is characterized in that:
Described first transverse connection is such link, and promptly it can be connected on the flange plate of an adjacent scaffold with one first post coupler of structure.
14. scaffold structure as claimed in claim 13 is characterized in that:
Another radial members extends to described spreader from described pillar;
Described second transverse connection and described second post coupler be placed in described pillar axially on same position on;
The described flange plate interlocking of first transverse connection of described type and described first post coupler;
First transverse connection of described type comprises the part on the described flange plate that is used to be clamped in described first post coupler;
The described flange plate of described first post coupler can be connected on the link of a plurality of described types;
Described second transverse connection is such link, and promptly it can be connected on the flange plate of described second post coupler;
The described flange plate interlocking of second transverse connection of described type and described second post coupler;
Second transverse connection of described type comprises the part on the described flange plate that is used to be clamped in described second post coupler;
The described flange plate of described second post coupler can be connected on second transverse connection of a plurality of described types.
15. an integrated type framework body structure comprises:
The a plurality of framework bodies that link together, each framework body comprises respectively:
A pillar, it has first end and the second end, the institute of described pillar
State first end and comprise a casing section, described casing section can be connected to institute
State on the second end of an axial adjacent frame body in a plurality of framework bodies;
One first post coupler, it comprises a method that is welded on the pillar middle part
Blue dish;
One second post coupler, it comprises a method that is welded on pillar top
Blue dish; With
A cross member, it comprise a framework that is fixed on the pillar sidepiece and
By on vertical position, being installed in outside the framework respectively corresponding to described flange plate
The link that the metal joint of end constitutes, described framework by a plane member,
A vertical member and a diagonal supporting member are formed the base of described plane member
End is connecting the flange plate that is positioned at described pillar top, and described vertical member is whole
Body is connecting the outer end of described plane member, and described diagonal supporting member is whole to be connected
The lower end of described vertical member and the bottom of described pillar, thereby make described
It is trapezoidal framework in plan view that pillar and described framework form one, institute
The described link of stating cross member is connected to one in described a plurality of framework body
On the described flange plate of individual radially adjoining framework body; And
An aisle that is connecting described a plurality of framework bodies, described framework body forms the handrail in described aisle.
16. framework body structure as claimed in claim 15 is characterized in that: at least one horizontal stiffener integrated type is arranged between described pillar and the described vertical member.
17. framework body structure as claimed in claim 15, it is characterized in that: a horizontal stiffener integrated type is arranged between described pillar and the described vertical member, and another horizontal stiffener integrated type is arranged between the described flange plate and described vertical member that is welded on pillar middle part.
18. framework body structure as claimed in claim 15, it is characterized in that: horizontal stiffener integrated type is arranged between the described flange plate and described vertical member that is welded on the pillar middle part, and a reinforcement is arranged between described horizontal stiffener and the described plane member with diagonal supporting member.
19. an integrated type framework body structure comprises:
The a plurality of framework bodies that link together, each framework body comprises respectively:
A pillar, it has first end and the second end, the institute of described pillar
State first end and comprise a casing section, described casing section can be connected to institute
State on the second end of an axial adjacent frame body in a plurality of framework bodies;
One first post coupler, second post coupler and one the 3rd
Post coupler, they comprise respectively and are welded on pillar middle part, top and down
The flange plate of portion;
A cross member, it comprises a V-arrangement framework, described V-arrangement framework
Cardinal extremity is fixed on described by described upper flange dish and lower flange dish
On the sidepiece of post;
Transverse connection, they be included in respectively corresponding to described flange plate vertically
Be installed in the metal joint of framework outer end on the position, described transverse connection connects
Receive the described method of a radially adjoining framework body in described a plurality of framework body
On the blue dish;
A stiffener, it comprises that is arranged on a described frame mid portion and described
Horizontal frame between the central flange dish of pillar; With
Diagonal supporting member, they comprise be arranged on described V-arrangement frame mid portion and described on
A pair of upper and lower framework between portion and the lower flange dish; And
An aisle that is connecting described a plurality of framework bodies, described framework body forms the handrail in described aisle.
20. an integrated type framework body structure comprises:
The a plurality of framework bodies that link together, each framework body comprises respectively:
A pillar, it has first end and the second end, the institute of described pillar
State first end and comprise a casing section, described casing section can be connected to institute
State on the second end of an axial adjacent frame body in a plurality of framework bodies;
One first post coupler, it comprise one be welded on pillar middle part in
Portion's flange plate;
One second post coupler, it comprise one be welded on pillar top on
Portion's flange plate;
One first cross member, it comprises a plane member, described horizontal structure
The cardinal extremity of part is fixed on the described upper flange dish;
One second cross member, it comprises a plane member, described horizontal structure
The cardinal extremity of part is fixed on the described central flange dish;
Transverse connection, they be included in respectively corresponding to described upper flange dish and
Be installed in the gold of described plane member outer end on the vertical position of central flange dish
Belong to joint, described transverse connection is connected to one in described a plurality of framework body
On the described flange plate of individual radially adjoining framework body; With
Support, they comprise along diagonal and are arranged on each plane member and institute
State the diagonal supporting member between the sidepiece of pillar; And
An aisle that is connecting described a plurality of framework bodies, described framework body forms the handrail in described aisle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB991110323A CN1137339C (en) | 1999-06-25 | 1999-06-25 | Frame and consturction assembled therewith |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB991110323A CN1137339C (en) | 1999-06-25 | 1999-06-25 | Frame and consturction assembled therewith |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1279374A CN1279374A (en) | 2001-01-10 |
| CN1137339C true CN1137339C (en) | 2004-02-04 |
Family
ID=5274828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB991110323A Expired - Fee Related CN1137339C (en) | 1999-06-25 | 1999-06-25 | Frame and consturction assembled therewith |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1137339C (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4543095B2 (en) * | 2008-02-14 | 2010-09-15 | アルインコ株式会社 | Safety handrail |
| CN102720345A (en) * | 2012-05-28 | 2012-10-10 | 开平市优赢金属制品有限公司 | Supporting and connecting component for scaffold |
| CN107190846B (en) * | 2017-07-13 | 2019-08-30 | 中冶建工集团有限公司 | A kind of construction method of assembled-type house PC prefabricated components |
| CN108460239B (en) * | 2018-04-16 | 2019-06-07 | 佛山市顺德区海瑞斯装饰工程有限公司 | A kind of installation method towards ceramic tile distribution calculation device |
| EP3957807B1 (en) | 2020-08-18 | 2023-11-01 | Pica teline Oy | A scaffolding support structure and a method for assembling scaffolding |
-
1999
- 1999-06-25 CN CNB991110323A patent/CN1137339C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN1279374A (en) | 2001-01-10 |
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